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Which risk increases when concrete beam reinforcement steel corrodes due to chloride penetration?

A)Shear failure from reduced aggregate interlock
B)Tensile cracking from expansive rust formation
C)Torsional buckling from weakened concrete matrix
D)Creep deformation from reduced steel stiffness

💡 Explanation

When rebar corrodes, expansive rust formation occurs because iron oxidizes and byproducts occupy larger volumes, resulting in internal pressure. Therefore tensile cracking results, rather than aggregate failure, buckling, or creep which follow from different deterioration mechanisms involving material properties.

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